{"data":{"id":"10.4231/r7fx77mm","type":"dois","attributes":{"doi":"10.4231/r7fx77mm","prefix":"10.4231","suffix":"r7fx77mm","identifiers":[],"alternateIdentifiers":[],"creators":[{"name":"Lai, Zhichao","givenName":"Zhichao","familyName":"Lai","affiliation":[],"nameIdentifiers":[]},{"name":"Varma, Amit","givenName":"Amit","familyName":"Varma","affiliation":["School of Civil Engineering"],"nameIdentifiers":[{"schemeUri":"https://orcid.org","nameIdentifier":"https://orcid.org/0000-0001-7153-4681","nameIdentifierScheme":"ORCID"}]}],"titles":[{"title":"Experimental database on connections for composite special moment frames (C-SMFs) (Version 3)"}],"publisher":"Purdue University Research Repository","container":{},"publicationYear":2018,"subjects":[{"subject":"CFT"},{"subject":"Civil Engineering","valueUri":"https://lccn.loc.gov/sh85026331","schemeUri":"https://id.loc.gov/authorities/","subjectScheme":"Library of Congress Subject Headings (LCSH)"},{"subject":"FOS: Civil engineering","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"Composite special moment frames"},{"subject":"concrete-filled tube columns"},{"subject":"beam-to-column moment connections"},{"subject":"FOS: Civil Engineering","schemeUri":"https://web-archive.oecd.org/2012-06-15/138575-38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)","classificationCode":"2.1"}],"contributors":[{"name":"Varma, Amit","nameType":"Personal","givenName":"Amit","familyName":"Varma","affiliation":["School of Civil Engineering"],"contributorType":"ContactPerson","nameIdentifiers":[{"schemeUri":"https://orcid.org","nameIdentifier":"https://orcid.org/0000-0001-7153-4681","nameIdentifierScheme":"ORCID"}]}],"dates":[{"date":"2018-01-09","dateType":"Available"},{"date":"2018-01-09","dateType":"Submitted"},{"date":"2018-01-10","dateType":"Accepted"},{"date":"2018","dateType":"Issued"}],"language":"en","types":{"ris":"DATA","bibtex":"misc","citeproc":"dataset","schemaOrg":"Dataset","resourceType":"Datasets","resourceTypeGeneral":"Dataset"},"relatedIdentifiers":[{"relationType":"IsNewVersionOf","relatedIdentifier":"10.4231/r75b00fg","relatedIdentifierType":"DOI"},{"relationType":"IsReferencedBy","relatedIdentifier":"10.1016/j.engstruct.2023.117266","resourceTypeGeneral":"JournalArticle","relatedIdentifierType":"DOI"}],"relatedItems":[],"sizes":["1 file","4 MB"],"formats":["application/vnd.openxmlformats-officedocument.spreadsheetml.sheet"],"version":"3.0","rightsList":[{"rights":"Creative Commons Zero v1.0 Universal","rightsUri":"https://creativecommons.org/publicdomain/zero/1.0/legalcode","schemeUri":"https://spdx.org/licenses/","rightsIdentifier":"cc0-1.0","rightsIdentifierScheme":"SPDX"}],"descriptions":[{"description":"\u0026lt;p\u0026gt;This experimental database includes 165 tests conducted on beam-to-column connections for C-SMFs. These tests were categorized into five groups depending on the connection details and cross-section shapes of CFT columns. Group 1 includes 49 tests of connections for rectangular CFT columns using diaphragms. Group 2 includes 12 tests of connections for circular CFT columns using diaphragms. Group 3 includes 14 tests of DST connections for rectangular CFT columns. Group 4 includes 13 tests of through-beam connections for circular CFT columns. Finally, Group 5 includes 77 tests of connections with other details.\u0026lt;/p\u0026gt;\n\n\u0026lt;p\u0026gt;For the first four groups, the following details were collected as applicable: (1) joint location (interior or exterior), (2) loading type (cyclic or monotonic) and protocol, (3) axial load ratio, (4) weak link (beams, columns, or panel zone), \u0026amp;nbsp;(5) geometric and material properties of CFT columns and steel beams, (6) test results (failure modes, ratio of maximum beam moment to beam plastic flexural strength (\u0026lt;em\u0026gt;M\u0026lt;sub\u0026gt;max\u0026lt;/sub\u0026gt;\u0026lt;/em\u0026gt; / \u0026lt;em\u0026gt;M\u0026lt;sub\u0026gt;p\u0026lt;/sub\u0026gt;\u0026lt;/em\u0026gt;), and story drift angle), and (7) figures showing connection details and experimental load-deformation responses. Properties of CFT columns included the length (\u0026lt;em\u0026gt;L\u0026lt;sub\u0026gt;c\u0026lt;/sub\u0026gt;\u0026lt;/em\u0026gt;), steel tube diameter (\u0026lt;em\u0026gt;D\u0026lt;/em\u0026gt;) or width (\u0026lt;em\u0026gt;B\u0026lt;/em\u0026gt;), steel tube wall thickness (\u0026lt;em\u0026gt;t\u0026lt;/em\u0026gt;), steel yield stress (\u0026lt;em\u0026gt;F\u0026lt;sub\u0026gt;y\u0026lt;/sub\u0026gt;\u0026lt;/em\u0026gt;), and concrete compressive stress (\u0026lt;em\u0026gt;f\u0026amp;rsquo;\u0026lt;sub\u0026gt;c\u0026lt;/sub\u0026gt;\u0026lt;/em\u0026gt;). Properties of steel beams included the length (\u0026lt;em\u0026gt;L\u0026lt;sub\u0026gt;b\u0026lt;/sub\u0026gt;\u0026lt;/em\u0026gt;), depth (\u0026lt;em\u0026gt;H\u0026lt;/em\u0026gt;), flange width (\u0026lt;em\u0026gt;B\u0026lt;/em\u0026gt;), flange thickness (\u0026lt;em\u0026gt;t\u0026lt;sub\u0026gt;f\u0026lt;/sub\u0026gt;\u0026lt;/em\u0026gt;), web thickness (\u0026lt;em\u0026gt;t\u0026lt;sub\u0026gt;w\u0026lt;/sub\u0026gt;\u0026lt;/em\u0026gt;), and steel yield stress (\u0026lt;em\u0026gt;F\u0026lt;sub\u0026gt;y\u0026lt;/sub\u0026gt;\u0026lt;/em\u0026gt;). The story drift angle capacity is defined as the angle corresponds to 0.8\u0026lt;em\u0026gt;M\u0026lt;sub\u0026gt;p\u0026lt;/sub\u0026gt;\u0026lt;/em\u0026gt; or 0.8\u0026lt;em\u0026gt;M\u0026lt;sub\u0026gt;max\u0026lt;/sub\u0026gt;\u0026lt;/em\u0026gt; (for specimens that cannot develop \u0026lt;em\u0026gt;M\u0026lt;sub\u0026gt;p\u0026lt;/sub\u0026gt;\u0026lt;/em\u0026gt;). For connections using diaphragms (Groups 1 and 2), details of the diaphragm were also collected, including the thickness (\u0026lt;em\u0026gt;t\u0026lt;sub\u0026gt;d\u0026lt;/sub\u0026gt;\u0026lt;/em\u0026gt;), width (\u0026lt;em\u0026gt;b\u0026lt;sub\u0026gt;d\u0026lt;/sub\u0026gt;\u0026lt;/em\u0026gt;), opening hole dimension (for internal and through diaphragms), width (for external and through diaphragms), and yield stress. For DST connections (Group 3), details of the split-tee (flange width and thickness, and stem length and thickness) and bolts (numbers, dimensions, and tensile strength) were collected as well.\u0026amp;nbsp;\u0026lt;/p\u0026gt;\n\n\u0026lt;p\u0026gt;For the last group (Group 5), the following details were collected: (1) cross-section shape of CFT columns, (2) loading type (cyclic or monotonic), and (3) connections details (prescriptive description and figures). \u0026amp;nbsp;Additional details are available in the provided references.\u0026lt;/p\u0026gt;","descriptionType":"Abstract"},{"description":"This database summarizes 165 experimental test data on beam-to-column connections for composite special moment frames (C-SMFs).","descriptionType":"Other"}],"geoLocations":[],"fundingReferences":[],"xml":"<?xml version="1.0" encoding="UTF-8"?>
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  <identifier identifierType="DOI">10.4231/R7FX77MM</identifier>
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    <creator>
      <creatorName>Lai, Zhichao</creatorName>
      <givenName>Zhichao</givenName>
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      <creatorName>Varma, Amit</creatorName>
      <givenName>Amit</givenName>
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      <affiliation>School of Civil Engineering</affiliation>
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  <titles>
    <title>Experimental database on connections for composite special moment frames (C-SMFs) (Version 3)</title>
  </titles>
  <publisher xml:lang="en" publisherIdentifier="https://www.re3data.org/repository/r3d100010951" publisherIdentifierScheme="re3data" schemeURI="https://www.re3data.org/">Purdue University Research Repository</publisher>
  <publicationYear>2018</publicationYear>
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      <contributorName nameType="Personal">Amit H. Varma</contributorName>
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      <familyName>Varma</familyName>
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      <affiliation>School of Civil Engineering</affiliation>
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  <dates>
    <date dateType="Available">2018-01-09</date>
    <date dateType="Submitted">2018-01-09</date>
    <date dateType="Accepted">2018-01-10</date>
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    <subject>CFT</subject>
    <subject subjectScheme="Library of Congress Subject Headings (LCSH)" schemeURI="https://id.loc.gov/authorities/" valueURI="https://lccn.loc.gov/sh85026331">Civil Engineering</subject>
    <subject>Composite special moment frames</subject>
    <subject>concrete-filled tube columns</subject>
    <subject>beam-to-column moment connections</subject>
    <subject subjectScheme="Fields of Science and Technology (FOS)" schemeURI="https://web-archive.oecd.org/2012-06-15/138575-38235147.pdf" classificationCode="2.1">FOS: Civil Engineering</subject>
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    <description descriptionType="Abstract">&amp;lt;p&amp;gt;This experimental database includes 165 tests conducted on beam-to-column connections for C-SMFs. These tests were categorized into five groups depending on the connection details and cross-section shapes of CFT columns. Group 1 includes 49 tests of connections for rectangular CFT columns using diaphragms. Group 2 includes 12 tests of connections for circular CFT columns using diaphragms. Group 3 includes 14 tests of DST connections for rectangular CFT columns. Group 4 includes 13 tests of through-beam connections for circular CFT columns. Finally, Group 5 includes 77 tests of connections with other details.&amp;lt;/p&amp;gt;

&amp;lt;p&amp;gt;For the first four groups, the following details were collected as applicable: (1) joint location (interior or exterior), (2) loading type (cyclic or monotonic) and protocol, (3) axial load ratio, (4) weak link (beams, columns, or panel zone), &amp;amp;nbsp;(5) geometric and material properties of CFT columns and steel beams, (6) test results (failure modes, ratio of maximum beam moment to beam plastic flexural strength (&amp;lt;em&amp;gt;M&amp;lt;sub&amp;gt;max&amp;lt;/sub&amp;gt;&amp;lt;/em&amp;gt; / &amp;lt;em&amp;gt;M&amp;lt;sub&amp;gt;p&amp;lt;/sub&amp;gt;&amp;lt;/em&amp;gt;), and story drift angle), and (7) figures showing connection details and experimental load-deformation responses. Properties of CFT columns included the length (&amp;lt;em&amp;gt;L&amp;lt;sub&amp;gt;c&amp;lt;/sub&amp;gt;&amp;lt;/em&amp;gt;), steel tube diameter (&amp;lt;em&amp;gt;D&amp;lt;/em&amp;gt;) or width (&amp;lt;em&amp;gt;B&amp;lt;/em&amp;gt;), steel tube wall thickness (&amp;lt;em&amp;gt;t&amp;lt;/em&amp;gt;), steel yield stress (&amp;lt;em&amp;gt;F&amp;lt;sub&amp;gt;y&amp;lt;/sub&amp;gt;&amp;lt;/em&amp;gt;), and concrete compressive stress (&amp;lt;em&amp;gt;f&amp;amp;rsquo;&amp;lt;sub&amp;gt;c&amp;lt;/sub&amp;gt;&amp;lt;/em&amp;gt;). Properties of steel beams included the length (&amp;lt;em&amp;gt;L&amp;lt;sub&amp;gt;b&amp;lt;/sub&amp;gt;&amp;lt;/em&amp;gt;), depth (&amp;lt;em&amp;gt;H&amp;lt;/em&amp;gt;), flange width (&amp;lt;em&amp;gt;B&amp;lt;/em&amp;gt;), flange thickness (&amp;lt;em&amp;gt;t&amp;lt;sub&amp;gt;f&amp;lt;/sub&amp;gt;&amp;lt;/em&amp;gt;), web thickness (&amp;lt;em&amp;gt;t&amp;lt;sub&amp;gt;w&amp;lt;/sub&amp;gt;&amp;lt;/em&amp;gt;), and steel yield stress (&amp;lt;em&amp;gt;F&amp;lt;sub&amp;gt;y&amp;lt;/sub&amp;gt;&amp;lt;/em&amp;gt;). The story drift angle capacity is defined as the angle corresponds to 0.8&amp;lt;em&amp;gt;M&amp;lt;sub&amp;gt;p&amp;lt;/sub&amp;gt;&amp;lt;/em&amp;gt; or 0.8&amp;lt;em&amp;gt;M&amp;lt;sub&amp;gt;max&amp;lt;/sub&amp;gt;&amp;lt;/em&amp;gt; (for specimens that cannot develop &amp;lt;em&amp;gt;M&amp;lt;sub&amp;gt;p&amp;lt;/sub&amp;gt;&amp;lt;/em&amp;gt;). For connections using diaphragms (Groups 1 and 2), details of the diaphragm were also collected, including the thickness (&amp;lt;em&amp;gt;t&amp;lt;sub&amp;gt;d&amp;lt;/sub&amp;gt;&amp;lt;/em&amp;gt;), width (&amp;lt;em&amp;gt;b&amp;lt;sub&amp;gt;d&amp;lt;/sub&amp;gt;&amp;lt;/em&amp;gt;), opening hole dimension (for internal and through diaphragms), width (for external and through diaphragms), and yield stress. For DST connections (Group 3), details of the split-tee (flange width and thickness, and stem length and thickness) and bolts (numbers, dimensions, and tensile strength) were collected as well.&amp;amp;nbsp;&amp;lt;/p&amp;gt;

&amp;lt;p&amp;gt;For the last group (Group 5), the following details were collected: (1) cross-section shape of CFT columns, (2) loading type (cyclic or monotonic), and (3) connections details (prescriptive description and figures). &amp;amp;nbsp;Additional details are available in the provided references.&amp;lt;/p&amp;gt;</description>
    <description descriptionType="Other">This database summarizes 165 experimental test data on beam-to-column connections for composite special moment frames (C-SMFs).</description>
  </descriptions>
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